HomeMy WebLinkAboutApplication Files_82693_pg0679 72189 PR Type 1/124-hr 2-Year Storm Rainfall=3.20"
iPrepared by{enter your company name here} Printed 7/26/2011
HydroCAD®9.10 s/n 01237 O 2009 HydroCAD Software Solutions LLC Pape 4
Pond P413:Existing Depression__ _ — Peak Elev=62:00' Storage--0 cf Inflow=0:57 cfs-0.052 of
Discarded=0.57 cfs 0.052 of Primary=0.00 cfs 0.000 of Outflow=0.57 cfs 0.052 of
Pond P4C:Pond Near I-291 Peak Elev=56.00' Storage=0 cf lnflow=0.46 cfs 0.047 of
Discarded=0.01 cfs 0.001 of Primary=0.45 cfs 0.046 of Outflow=0.46 cfs 0.047 of
Pond PR4E:Sediment Forebay Peak Elev=62.06' Storage=356 cf lnflow=0.95 cfs 0.073 of
' Discarded=0.27 cfs 0.065 of Primary=0.86 cfs 0.0.08 of Outflow=1.13 cfs 0.073 of
Link DP1:Chapel Road Inflow=0.00 cfs 0.000 of
' Primary=0.00 cfs 0.000 of
Link DP2: Offsite Yard Drain lnflow=0.30 cfs 0.029 of
Primary=0.30 cfs 0.029 of
' Link DP3:Wetland Inflow=0.00 cfs 0.000 of
Primary=0.00 cfs 0.000 of
' Link DP4:CDOT Drainage Network Inflow=0.45 cfs 0.046 of
Primary=0.45 cfs 0.046 of
' Total Runoff Area=54.039 ac Runoff Volume = 5.934 of Average Runoff Depth = 1.32"
51.61% Pervious =27.892 ac 48.39% Impervious =26.147 ac